HomeMy WebLinkAboutRemington Square _ RECORD DRAWINGS
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�AT1oN pANM ' i— THOMAS,DEAN&HOSKINS,INC. J �;o
�-ELEV SAWACE. REMOVE AND, i TD& ENGINEERING CONSULTANTS OE
J ALUMINUM CAP REPLACE ASPHALT AND CONNECT TO EXISTING , i �j{�'��J �T F� Wmµ-x SKLL wAv ran 1�1 7
4888.00 � REMINGTON WAY 8" SEWER MAIN WITH I 1 ��' svol
CONCRETE CURB I - I
-- - 4" INSERTA-TEE (2) _ jLEWIST0N10 O 3
REMOVE EXISTING 4 W z Q
I
_ VALVE AND CUR _ .-� 1-O_
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I I - '----- ---- -- -�=_- -- -- - --- ----- - --SFRYICE-- -----_--- -E - 2S C A L E Z 1�, Z
W§-TALL WATER
1 O I I I 60'
`r- 7 -- - - - - --� -- -- -- �_`�"_-` ----- - T T� �_ p " 1 0 0 O
} „ GENERAL NOTES:
-�� CONNECT TO EXISTING 1" ® .0 I�• 0
I I WATER STUB INSTALL 4" SEWER
0 SERVICE (60 LF) w z
3 C7 w
INSTALL 1" WATER SERVICE 1. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM z Q
CLEAN UT RETENTION POND �j DRAINS AND WATER LINES. <
1400' 2.3' HIGH ROCK CHECK 1 1 -0 w
DAM IN EXISTING DITCH "I I• F W Y
TOP: 4889.50 1 I 2. MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS & (nQ 0 =. Tz1
USE EXISTING 4" „�
4:1 SLOPES I WATER LINE CROSSINGS. z0 0= z
SEWER SERVICE O O
I I VOLUME: 392 CF I I O_1 O co W
3. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH Dw w �y zm
/ DRAIN ROCK'' "j.j• CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. wD_ Of W W v1
I I RETENTION POND 1 (3'x15') 1 j I 4. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF COVER FROM FINISHED GRADE TO TOP OF �co
w W w Q
I I -DFVFJN CR-(8:5`x,5f_)_ SEE DETAIL �5 i i PIPE. O O 0 I`zo
I I -ROOF DRAIN TO NATURAL GRAVELS L a-'a- i'I 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN GRAVEL AND 1°^ �ZE
TOP: 4889.00
I I DOWNSPOUTS o o FI
I' YP BOTTOM: 4887.50 CLEAN .ii• CONCRETE THRUST BLOCK (SEE MPWSS CONST. STD. NO. 02660-4). a O n�
( i) VOLUME: 639 CF T , 1 N m
2.5:1 SIDE SLOPES 0 ''i 6. ALL 4" SEWER SERVICES SHALL BE SCHEDULE 40 PVC. r ((/�'b
/' I i 7. DRAIN ROCK SHALL BE PLACED IN THE BOTTOM OF ALL RETENTION AREAS IN ACCORDANCE TO DETAIL e w w w I AND EXTEND DOWN TO NATURAL GRAVEL SUBSOIL, INCLUDING THE DITCH/POND ALONG EAST C3 a ¢G �%
I
48" MANHOLE i PROPERTY LINE. a o o w WITH GRATE LID
RIM: 4888.20 DRAIN ROCK (TYP.)
I I
I I INV- 48625, LOT 2 SEE DETAIL e I I
COB STD DWG`-I
NO. 02720-4
Q i a j j TYPE 2 EXCAVATION / TYPE A BACKFILL } y r
rorom
I
TDRAWN BY: JLN
7�UL
GRADE RUNOFF TO- iDESIGNED BY: JLN
QUALITY CHECK: DJC
RETENTION POND I DATE: 10.17.06
18"0 HOPE PIPE ® 0.0SLOP (TYP.) 1JOB : 806-04J---'------------- ----__ a H PEEMANNIFLo TO 36"4 � �' FIELDBOOK
_____ -
I I ONNECT TO
I I
I I EXISTING SDR
4"SEER 36"0 HOPE RETENTION PIPINGp INV: 488F4582.95 - - _ _❑ - _ 1Ij
_-I_--- --------------- • , ---
_-___
ERVICE WITH 80 L.F. (3X) ----
_ --
-- - SEE_DE7AIL � - - - --------- ------------------ j
C3
I r-- L- _ I" 4890
I I CLEANOUI s s n INSTALL 4" SEWER j
I SERVICE (214 LF) 1T� ll I
SA WC RE VE" I I I
AN EPLAC _ CONSTRUCT SWALE TO- j I , z
I LT s ° INSTALL CLEANOUTS (6x) COLLECT RUNOFF FROM I
CO ETE C B AT ENDS PER CURB STOP ROOF DRAINSLU I I
I MANUFACTURERS ) STA 1+00 TO 3+49
< RECOMMENDATIONS ELEV: 4892.08 (TYP
.
I 1 INSTALL 249 L.F.
STA 1+82 I i• 8" CLASS 51 DUCTILE IRON W
A +65 I 8"X6"TEE , ,
8 LF OF 6" PIPE STA 3+47 a , Z
0• END 8.0' HYDRANT INSTALL 31"
I I WATER SERVICE
BURY: 4891.11W i Q Q
64
2+00 ARROW BOLT ELEV. 4893.96 FT " 3+00 STA-13+ 9 i i Cy F-
t ref. 8 8"X6" E (CAP EAST LEG) U) Q J
T 0-
RETENTION POND - 8 LF 0� 6' PIPE j i Z 2 }
W/ DRAIN ROCK (1.5'x38.5') 7.5 H RANT 1 ,
I � Q
TO NATURAL GRAVELS BURY: 892.9b i i.
I I TOP: M: 48 0 6ARROW BOLT ELEV. 4894.88 FT x '^
I BOTTOM: 4889.00 �i 0 z V
I VOLUME: .345�� - I O ¢ n N `r Q Z W
251 SIDE SLOPES p "� o�> m� m o �� N
N I ® ® I I _ +Z m +m + 2 9� M O
n I io' 9.00' �INSTALC WE1Q i� i///l 1 ¢- ¢o F W ED
SERVICE 03 LF) 4880 w o in ad �r
T "I
I I REMOVE EXISTING 8"X4" TEE 20
%i i� II � 0 m •� n
S I & 4" FIRE SERVICE LINE ROOF DRAIN o
o
CONNECT TO EXISTING DOWNSPOUTS
I I WITH 8" GATE VALVE & 8" (TYP.)
1 -i DUCTILE IRON CL. 51 WATER
MAIN CONSTRUCT SWALE T 1 1 1+00 2+00
—® COLLECT RUNOFF FR 1 3+00
/i'i �'% ROOF DRAINS "
O --- ���----�- ---------- �- F-t--E--`- _ . WATER LINE PROFILE
I CONNECT TO EXISTING 1'
I I WATER STUB
€ INSTALL-1-" WATER SERVICE
_. _ ------------ ---__---- --,- ----
y I I O LOT 4
d I I
I I I CAD NO. 643-C2.DWG
SHEET C2 OF